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Sample Record for 2022-09-16-52

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-16-52
TL Number from the TL Form:
Sample Submitted By Organization: San Joaquin Refinery - Bakersfield
Sample Organization Contact: (661) 327-8248
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 09/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2022
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG58-34M Mod Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 5834220916
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number: 5834220916
Sublot number:
Tank number: 5006
Time of sample: 7:00 am
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2022-09-16-52-1
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 10/21/2022
Date Tested: 09/16/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg) Fahrenheit and mmHg
Observed Flash Point 580 F
Ambient Barometric Pressure 754 mmHg
Cleveland Open-Cup Flash Point in Fahrenheit 580 F

Test 2 of 8

DIME Test ID: 2022-09-16-52-2
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/21/2022
Date Tested: 09/16/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? cP
Time of test 07:25 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 35 %
Viscosity reading #1 (A) 858 cP
Viscosity reading #2 (B) 858 cP
Viscosity reading #3 (C) 856 cP
Average viscosity 857 Pa-s

Test 3 of 8

DIME Test ID: 2022-09-16-52-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2022
Date Tested: 09/16/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 58.0C
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 59.3 degree
Dynamic Shear, G*/sin(δ) 1.69 kPa

Test 4 of 8

DIME Test ID: 2022-09-16-52-4
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 10/21/2022
Date Tested: 09/16/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Average mass change -0.081 percent

Test 5 of 8

DIME Test ID: 2022-09-16-52-5
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2022
Date Tested: 09/16/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 58.0C
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 71.4 degree
Dynamic Shear, G*/sin(δ) 2.41 kPa

Test 6 of 8

DIME Test ID: 2022-09-16-52-6
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/21/2022
Date Tested: 09/16/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 25.0C
Test Result Compliance:
Additional Comments When Verified:
% Elongation Recovery 79 %

Test 7 of 8

DIME Test ID: 2022-09-16-52-7
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2022
Date Tested: 09/17/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 16.0C
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 49.9 degree
(G*) x sin(δ)= 2057 kPa

Test 8 of 8

DIME Test ID: 2022-09-16-52-8
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/21/2022
Date Tested: 09/17/2022
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ -24.0C
Test Result Compliance:
Additional Comments When Verified:
Time test started 12:00:46 HH:MM:SS
Flags issued by software during test None
Correlation coefficient (R²) 0.999991
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 125 mPa
Estimated Stiffness Modulus 60.0 s 125 mPa
Difference between stiffness moduli 60.0 s no data0 %
Estimated m-value 60.0 s 0.312